摘要
通过对《高层民用建筑钢结构技术规程》(JGJ99- 98)中有关组合梁中钢梁与混凝土板叠合面间剪力计算方法与M P Byfield博士提出的整体变形法的比较 ,对组合梁设计提出了相应建议。
The corresponding suggestions on the design of a composite beam are put forward through a comparison of the calculation method of the shear force between concrete slab and steel beam of the composite beam specified by 'Technical Specifications of Steel Structures of Tall Building' (JGJ99-98) to the integral deformation method proposed by Dr M P Byfield
出处
《钢结构》
2003年第3期28-31,共4页
Steel Construction
关键词
混凝土
叠合面间
组合梁
钢梁
弹性变形
塑性变形
剪力
组合楼板
elasticity deformation plasticity deformation shear force connection composite beam composite slab
